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contributor authorYuichi Sato
contributor authorShigeru Fujii
date accessioned2017-05-08T20:58:10Z
date available2017-05-08T20:58:10Z
date copyrightOctober 2002
date issued2002
identifier other%28asce%290733-9445%282002%29128%3A10%281263%29.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/33714
description abstractThe average stress condition in a reinforced concrete (RC) element is not identical to the local stress condition at a crack because of bond slip between the concrete and the reinforcement. After a review of previous research concerning local stresses at cracks, this paper presents local equilibrium and compatibility equations for RC elements given constitutive models for bond and friction. A procedure is described for analyzing the in-plane pure shear response of orthogonally reinforced concrete panels. The procedure considers stress variations between cracks, the crack formation process, and the slip
publisherAmerican Society of Civil Engineers
titleLocal Stresses and Crack Displacements in Reinforced Concrete Elements
typeJournal Paper
journal volume128
journal issue10
journal titleJournal of Structural Engineering
identifier doi10.1061/(ASCE)0733-9445(2002)128:10(1263)
treeJournal of Structural Engineering:;2002:;Volume ( 128 ):;issue: 010
contenttypeFulltext


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